Free Engineering Tool

Valley Gutter Design Calculator

Size triangular and rectangular valley gutters for roof drainage per AS/NZS 3500.3:2021. Calculates flow depth, wave motion allowance, and rainwater head dimensions.

Triangular Valley
Rectangular Box Valley

Triangular Valley Gutter

Enter catchment details and roof geometry to size a triangular valley gutter formed by two equal-slope roof planes.

Both sides of valley combined

Note: This tab assumes equal roof slopes on both sides of the valley (90° building corner angle). For unequal slopes or box gutters, use the Rectangular Box Valley tab.

Results

Design Rainfall Intensity
-mm/hr
Design Flow Rate
-L/s
Valley Gutter Slope
-°
Critical Flow Depth
-mm
Wave Motion Allowance
-mm
Total Required Depth
-mm
Valley Width at Water Line
-mm
Rainwater Head Depth
-mm
Rainwater Head Length
-mm

Design Notes

Manning's roughness n = 0.014 for sheet metal valleys.
Wave motion allowance is 50% of flow depth per AS/NZS 3500.3.
5% AEP (20-year ARI) rainfall intensity used for design.

Rectangular Box Valley Gutter

Enter catchment details and gutter geometry to size a rectangular box valley gutter.

Both sides of valley combined
e.g. 200 = 1 in 200 fall

Note: Box valley gutters are typically used on commercial buildings where higher flow capacity is needed. The gutter slope is set independently of the roof slope.

Results

Design Rainfall Intensity
-mm/hr
Design Flow Rate
-L/s
Gutter Slope
-°
Critical Flow Depth
-mm
Wave Motion Allowance
-mm
Total Required Depth
-mm
Gutter Width
-mm
Rainwater Head Depth
-mm
Rainwater Head Length
-mm

Design Notes

Manning's roughness n = 0.014 for sheet metal box gutters.
Gutter slope is independent of roof slope for box valleys.
Ensure box gutter depth exceeds total required depth including freeboard.

How the calculator works

Flow Rate

Catchment area and rainfall intensity determine the total flow the valley must carry.

Manning's Equation

Flow depth is solved iteratively using Manning's equation for open channel flow, accounting for channel shape and slope.

Safety Margins

Wave motion allowance (50% of flow depth) and freeboard ensure the valley handles real-world conditions including wind and debris.

Need a complete stormwater design?

Our hydraulic engineers design roof drainage, stormwater, and overflow systems for commercial and residential projects.

Get a Quote How We Work

How to use this calculator

This valley gutter calculator helps hydraulic engineers, roofers, and building designers size valley gutters where two sloping roof surfaces meet at an internal angle. Select your project location for the design rainfall intensity, enter the catchment area and valley gutter dimensions, and the calculator will determine the required flow depth, wave motion allowance, freeboard, and total gutter depth. The tool supports both triangular valley gutters (formed by the intersection of two roof planes) and rectangular box valley gutters.

Calculations use Manning's equation for open channel flow with a roughness coefficient of n = 0.014 for sheet metal, as specified in AS/NZS 3500.3:2021. The flow depth is solved iteratively based on the channel shape, slope, and design flow rate. A wave motion allowance of 50% of the calculated flow depth is added to account for turbulence at the valley, plus a minimum freeboard. The calculator also sizes rainwater heads at the outlet based on the downpipe diameter.

This tool is suitable for standard valley gutter applications on residential and commercial roofs. For valleys with long run lengths, multiple contributing roof areas, or complex junctions where valleys intersect, consult a qualified hydraulic engineer. Final designs should account for leaf guard provisions, maintenance access, and compliance with local council and certifier requirements for roof drainage.

Related resources